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1 <br />A-015 <br />A-0141 <br />A-013 <br />2 <br />A-014 2 <br />A-013 <br />1 <br />2 <br />A-015 <br />3 <br />A-015 <br />PROPOSED BUILT UP ROOFING SYSTEM <br />OVER PLYWOOD AN WOOD TRUSS SYSTEM <br />DRIVEWAY BELOW <br />PARKING <br />SEE SITE <br />PLAN <br />PA <br />R <br />K <br />I <br />N <br />G <br /> <br />S <br />E <br />E <br /> <br />S <br />I <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />METAL CANOPY. SEE EXTERIOR <br />ELEVATIONS <br />METAL CANOPY. SEE <br />EXTERIOR ELEVATIONS <br />3' <br /> <br />- <br /> <br />6 <br />" <br />0' - 0" <br />7' - 0" <br />13' - 5" <br />METAL CANOPY AWNING. <br />SEE EXTERIOR ELEVATIONS <br />PROPOSED BUILT UP ROOFING SYSTEM <br />7' - 0" <br />28 <br />' <br /> <br />- <br /> <br />5 <br /> <br />1 <br />/ <br />2 <br />" <br />8' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />0' <br /> <br />- <br /> <br />6 <br />" <br />11 <br />' <br /> <br />- <br /> <br />9 <br />" <br />0' <br /> <br />- <br /> <br />8 <br />" <br />50 <br />' <br /> <br />- <br /> <br />4 <br />" <br />ROOFING NOTE: <br />THE SECONDARY ROOF DRAINAGE SYSTEM <br />(OVERFLOW SYSTEM) SHALL DISCHARGE ABOVE <br />GRADE IN A LOCATION OBSERVABLE BY THE <br />BUILDING OCCUPANTS OR MAINTENANCE <br />PERSONNEL. IDENTIFY THE SECONDARY ROOF <br />DRAIN WITH METAL PLAQUE AT DISCHARGE <br />SCUPPER AT BASE OF WALL. PROVIDE ROOF <br />STRAINERS FOR FLAT DECKS AND ROOF DRAINAGE <br />FLASHING AS REQUIRED BY CODE AND LOCAL <br />REGULATIONS. <br />THE CONTRACTOR PERFORMING THE ABOVE ROOF <br />DRAIN WORK SHALL CONSULT WITH THE MEP <br />ENGINEER TO PROPERLY SIZE, DESIGN AND BUILD <br />THE PROPOSED PRIMARY AND SECONDARY ROOF <br />DRAINAGE SYSTEM. CONNECT ALL DOWNSPOUTS <br />TO PLANTER AT FRONT SETBACK. REFER TO CIVIL <br />PLANS. <br />CONTRACTOR SHALL PERFORM ROOF DRAINAGE <br />TESTING WATER PER CBC SECTION 1109.2. <br />FLINTLASTIC SA MID PLY ROOFING SYSTEM, COOL <br />ROOF CLASS A WHITE COLOR. 1CC-ES-ESR 1388 OR <br />APPROVED LARR# OR ICC EQUAL. CONTACT <br />CERTAINTEED CORPORATION <br />1400 UNION MEETING ROAD BLUE BELL, <br />PENNSYLVANIA 19422 <br />(610) 341-7000 <br />HVAC AND AIRDUCT/VENT PENETRATIONS OVER <br />96 SQ.IN. REQUIRES APPROVED BURGLAR BARS OR <br />SECURITY MESH. IRON BARS OF AT LEAST ½" <br />ROUND OR 1"x¼" FLAT STEEL MATERIAL SPACED NO <br />MORE THAN FIVE INCHES APART AND SECURELY <br />FASTENED. <br />ROOF DRAIN WITH <br />G.I. DOWNSPOUT <br />THROUGH WALL & <br />OVERFLOW PER <br />2022 CBC <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />1/ <br />4 <br />" <br />= <br />1 <br />' <br />-0" <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />1/ <br />4 <br />" <br />= <br />1 <br />' <br />-0" <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />1/ <br />4 <br />" <br />= <br />1 <br />' <br />-0" <br />ROOF DRAIN WITH <br />G.I. DOWNSPOUT <br />THROUGH WALL & <br />OVERFLOW PER <br />2022 CBC <br />ROOF DRAIN WITH G.I. <br />DOWNSPOUT THROUGH WALL & <br />OVERFLOW PER 2022 CBC <br />ROOF SLOPE <br />1/4"=1'-0" <br />REFER TO MECH <br />FOR ROOFTOP <br />EQUIPMENT <br />TO BE DETERMINED <br />REFER TO MECH <br />FOR ROOFTOP <br />EQUIPMENT <br />TO BE DETERMINED <br />REFER TO MECH <br />FOR ROOFTOP <br />EQUIPMENT <br />TO BE DETERMINED <br />ROOF DRAIN WITH <br />G.I. DOWNSPOUT <br />THROUGH WALL & <br />OVERFLOW PER <br />2022 CBC <br />ROOF DRAIN WITH <br />G.I. DOWNSPOUT <br />THROUGH WALL & <br />OVERFLOW PER <br />2022 CBC <br />ROOF DRAIN WITH <br />G.I. DOWNSPOUT <br />THROUGH WALL & <br />OVERFLOW PER <br />2022 CBC <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />1/ <br />4 <br />" <br />= <br />1 <br />' <br />-0" <br />ROOF SLOPE <br />1/4"=1'-0" <br />ORDER MENU <br />BOARD ROOF <br />UNDER SEPARATE <br />PERMIT AND <br />SUBMITTAL <br />ORDER MENU <br />BOARD ROOF <br />UNDER SEPARATE <br />PERMIT AND <br />SUBMITTAL <br />DRIVE-THRU CURB <br />REFER TO SITE PLAN <br />DRIVE -THRU <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />1/ <br />4 <br />" <br />= <br />1 <br />' <br />-0" <br />ROOF SLOPE <br />1/4"=1'-0" <br />ROOF SLOPE <br />1/4"=1'-0" <br />ROOF SLOPE <br />1/4"=1'-0" <br />1 <br />A-016 <br />1 <br />A-016 <br />PROPOSED ROOF MOUNTED <br />MECHANICAL EQUIPMENT ON RAISED <br />WOOD PLATFORM PER STRUCTURAL <br />ENGINEER <br />48" HIGH MECHANICAL <br />SCREEN WALL AND <br />DOOR <br />2,474 S.F. TOTAL ROOF AREA + <br />756 S.F. TOTAL AWNING AREA = <br />LOT SQUARE FOOTAGE: 22,366.16 S.F. <br />3,230 / 22,366.16 = 14% LOT COVERAGE <br />ALUMINUM LOUVERS SEE <br />DETAIL 1/A-7.2 <br />ALUMINUM <br />LOUVERS SEE <br />DETAIL 1/A-7.2 <br />METAL CANOPY. SEE EXTERIOR <br />ELEVATIONS <br />METAL CANOPY. SEE <br />EXTERIOR ELEVATIONS <br />BUILDING SIGNAGE <br />UNDER SEPARATE <br />DEFERRED SUBMITTAL <br />BUILDING SIGNAGE <br />UNDER SEPARATE <br />DEFERRED SUBMITTAL <br />BUILDING SIGNAGE <br />UNDER SEPARATE <br />DEFERRED SUBMITTAL <br />METAL PARAPET <br />COPING. SEE EXTERIOR <br />ELEVATIONS <br />METAL PARAPET <br />COPING. SEE EXTERIOR <br />ELEVATIONS <br />METAL PARAPET <br />COPING. SEE EXTERIOR <br />ELEVATIONS <br />SPLASH BLOCK AT ALL <br />ROOF TO ROOF DRAINS <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />U <br />P <br /> <br />R <br />O <br />O <br />F <br />I <br />N <br />G <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />PROPOSED BUILT UP ROOFING SYSTEM <br />SLOPE <br />SLOPE <br />SLOPE <br />756 S.F. TOTAL AWNING AREA <br />NOTE: OPEN LOVER AREA COUNTED <br />3 <br />A-022 <br />3 <br />A-022 <br />3 <br />A-022 <br />2 <br />A-021 <br />3 <br />A-022 <br />3 <br />A-022 <br />PROPOSED METAL <br />LADDER TO ROOF <br />A-023 <br />5 <br />2 <br />A-021 <br />1 <br />A-021 <br />1 <br />A-021 <br />2 <br />A-021 <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />DARIAN <br />RADAC <br />NO. C-33451 <br />RENEWAL DATE <br />LICENSED <br />STA <br />OE <br />CETIHCRA <br />T <br />T <br />F <br />INR <br />I O <br />CALF <br />A2-28-2025 <br />Darian Radac <br />1/4" = 1'-0" <br />A-010 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />9-03-2024 <br />tom's2023 <br />Ro <br />o <br />f <br /> <br />P <br />l <br />a <br />n <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />1/4" = 1'-0"1 Roof Plan <br />No. Description Date <br />1430 E Edinger Ave <br />3/27/2025